JPH07205123A - Concrete product with elastic surface layer and manufacture thereof - Google Patents

Concrete product with elastic surface layer and manufacture thereof

Info

Publication number
JPH07205123A
JPH07205123A JP2343594A JP2343594A JPH07205123A JP H07205123 A JPH07205123 A JP H07205123A JP 2343594 A JP2343594 A JP 2343594A JP 2343594 A JP2343594 A JP 2343594A JP H07205123 A JPH07205123 A JP H07205123A
Authority
JP
Japan
Prior art keywords
elastic
concrete
frame
layer
surface plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2343594A
Other languages
Japanese (ja)
Inventor
Sukeyoshi Sekine
資能 関根
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ZOUKEI KK
Original Assignee
ZOUKEI KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ZOUKEI KK filed Critical ZOUKEI KK
Priority to JP2343594A priority Critical patent/JPH07205123A/en
Publication of JPH07205123A publication Critical patent/JPH07205123A/en
Pending legal-status Critical Current

Links

Landscapes

  • Laminated Bodies (AREA)
  • Producing Shaped Articles From Materials (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Road Paving Structures (AREA)
  • Floor Finish (AREA)

Abstract

PURPOSE:To prevent peeling of a surface plate from concrete by mounting legs each having a protrusion on a rear surface of the plate of an elastic surface frame, adhering an elastic intermediate buffer layer, and filling concrete between the legs to absorb expansion, contraction of the frame. CONSTITUTION:A surface plate 11, two legs 12 suspended from opposed lines of the plate, and protrusion 13 protruding inward from intermediate parts of the legs are integrally provided to form an elastic surface frame. The frame is formed by integrating elastic chips by binder in a molding form 1 for the frame. An elastic intermediate buffer 20 is adhered to the surface of the plate 11, ready mixed concrete is placed on the buffer 20 to be filled between the legs 12 to form a concrete layer 30, and then released from the form 1. The buffer 20 is formed of a foamed sponge layer. Accordingly, even if the frame 1 is expanded or contracted, the frame 1 is integrally coupled to the layer 30 and prevented from being peeled.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、病院、老人ホームな
どの建物の壁、床や、歩道、広場などを舗装したり、球
技場、サーキットコースなどの擁壁にしたりするのに適
した弾性表層を有するコンクリート製品と、その製造方
法に関する。
BACKGROUND OF THE INVENTION The present invention relates to an elastic surface layer suitable for paving walls, floors, sidewalks, plazas, etc. of buildings such as hospitals and nursing homes, and for forming retaining walls for ball stadiums, circuit courses, etc. And a method for manufacturing the same.

【0002】[0002]

【従来の技術】合成ゴム、ウレタンゴムなどの粒状又は
紐状などの弾性チップをバインダーで結合し、種々な寸
法の板状に加工した透水性の弾性表装材や、非透水性の
弾性表装材が例えばスーパーブロック、スーパーロード
(日東化工株式会社、商標名)として市販されている。
この弾性表装材を、成形した固めたコンクリート層に合
成接着剤で貼って壁用、床用、舗装用、擁壁用などの製
品にしている。
2. Description of the Related Art A water-permeable elastic covering material or a non-water-permeable elastic covering material in which elastic chips such as granular or string-like synthetic rubber and urethane rubber are combined with a binder and processed into a plate shape of various sizes. Are commercially available, for example, as Super Block and Super Road (trade name of Nitto Kako Co., Ltd.).
This elastic covering material is attached to a molded and solidified concrete layer with a synthetic adhesive to make products for walls, floors, paving, retaining walls, etc.

【0003】[0003]

【発明が解決しようとする課題】弾性表装材の温度変化
による膨張、収縮は、コンクリート層の膨張、収縮より
も著しく大で約3万から6万倍程度である。このため、
製品を壁、床、舗装、擁壁に使用すると、大きく膨張、
収縮する弾性表装材の周縁部は、年月の経過によってコ
ンクリート層から剥れ、その間に水が入って腐り、悪臭
を発するようになったり、その間に入った水が凍って体
積を増大し、弾性表装材の周縁部の剥れ面積を大きくし
たりする。そして、病院や、老人ホームの床に敷き詰め
て使用した場合は、隣合った製品の弾性表装材の剥れた
周縁部同志が突き合わさって膨張することにより盛り上
り、患者や老人がそれにつまずいて怪我をするなどの危
険がある。又、弾性表装材の裏面に部分的に埋設脚を突
設し、この埋設脚をコンクリートに埋込んで製造した製
品もあるが、この製品の場合は埋設脚と埋設脚の間の中
間部で弾性表装材がコンクリート層から剥れ、剥れた弾
性表装材と、コンクリート層の中間部に空気が入って弾
性表装材の中間部が盛り上ったり、その中に水が入って
腐り、悪臭を発生したり、その中に入った水が凍って体
積を増し、逃げ場のない弾性表装材の中間部を割ったり
する。
The expansion and contraction of the elastic covering material due to the temperature change is significantly larger than the expansion and contraction of the concrete layer by about 30,000 to 60,000 times. For this reason,
When the product is used on walls, floors, pavements and retaining walls, it expands significantly,
The peripheral part of the elastic covering material that contracts peels from the concrete layer over the course of time, and during that time water enters and rots, and it starts to give off a bad odor, or the water that entered during that time freezes and increases in volume, The peeling area of the peripheral portion of the elastic covering material is increased. When it is used by spreading it on the floor of a hospital or nursing home, the peeled peripheral parts of the elastic covering materials of adjacent products abut and expand, which causes the patient and the elderly to trip over it. There is a risk of injury. There is also a product manufactured by partially embedding the embedded legs on the back surface of the elastic covering material and embedding the embedded legs in concrete, but in the case of this product, it is at the intermediate part between the embedded legs. The elastic covering material peels off from the concrete layer, and air enters the middle part of the peeled elastic covering material and the middle part of the concrete covering layer, or the middle part of the elastic covering material rises, and water enters into it, causing it to rot and foul odor. Or the water in it freezes and increases in volume, cracking the middle part of the elastic covering material that has no escape.

【0004】[0004]

【課題を解決するための手段】この発明は、温度変化に
より膨張、収縮しても上述の問題点を生じない弾性表層
を有するコンクリート製品と、その製造方法に関するも
ので、請求項1のコンクリート製品は、表面板部と、こ
の表面板部の対向した縁から垂下する脚部と、この各脚
部の相対向した面の途中から内向きに突出するT形、又
はL形の突起とを備え、弾性チップを結合して成形され
た弾性表枠と、該弾性表枠の表面板部の裏に取付けられ
た弾性の中間緩衝材と、この中間緩衝材の下に充填され
て前記対向した脚部の間を満たすコンクリート層とを一
体として有し、前記中間緩衝材は弾性表枠、及びコンク
リートとは異質で、温度変化による弾性表枠の膨張、収
縮を吸収するようにしたことを特徴とする。この場合、
弾性の中間緩衝材は、弾性表枠とコンクリート層とに対
して両面が接着された繊維立体層、又はスポンジ層、或
いは弾性表枠の裏面に吹付けられて固定し、コンクリー
ト層に対しては接着された合成樹脂の発泡スポンジ層で
あることが好ましい。又、請求項4のコンクリート製品
は、表面板部と、この表面板部の対向した縁から垂下す
る脚部と、この各脚部の相対向した面の途中から内向き
に突出するT形、又はL形の突起とを備え、弾性チップ
を結合して成形された透水性の弾性表枠と、この弾性表
枠の表面板部の裏に充填されて対向した脚部の間を満た
す透水コンクリート層とからなることを特徴とする。請
求項5のコンクリート製品の製造方法は、表面板部と、
この表面板部の対向した縁から垂下する脚部と、この各
脚部の相対向した面の途中から内向きに突出するT形、
又はL形の突起とを備えた弾性表枠を弾性チップを結合
して成形し、この弾性表枠の表面板部の裏面に該弾性表
枠、及びコンクリートとは異質で、温度変化による弾性
表枠の膨張、収縮を吸収する弾性の中間緩衝層を取付
け、その後、弾性表枠の対向した脚部の間にコンクリー
トを充填することを特徴とする。請求項6のコンクリー
ト製品の製造方法は、表面板部と、この表面板部の対向
した縁から垂下する脚部と、この各脚部の相対向した面
の途中から内向きに突出するT形、又はL形の突起とを
備えた透水性の弾性表枠を弾性チップを結合して成形
し、この弾性表枠の対向した脚部の間に透水コンクリー
トを充填することを特徴とする。
SUMMARY OF THE INVENTION The present invention relates to a concrete product having an elastic surface layer which does not cause the above-mentioned problems even if it expands or contracts due to temperature change, and a method for producing the same. Includes a surface plate portion, a leg portion that hangs from opposite edges of the surface plate portion, and a T-shaped or L-shaped protrusion that protrudes inward from the middle of the facing surface of each leg portion. An elastic front frame formed by coupling elastic chips, an elastic intermediate cushioning material attached to the back of the surface plate portion of the elastic front frame, and the opposing legs filled under the intermediate cushioning material It has a concrete layer that fills between the parts integrally, the intermediate cushioning material is different from the elastic table frame and concrete, and is adapted to absorb expansion and contraction of the elastic table frame due to temperature change. To do. in this case,
The elastic intermediate cushioning material is sprayed and fixed on the three-dimensional fiber layer on both sides of the elastic surface frame and the concrete layer, or on the sponge layer, or on the back surface of the elastic surface frame to fix it to the concrete layer It is preferably a foamed sponge layer of synthetic resin adhered. The concrete product according to claim 4 is characterized in that a surface plate portion, legs extending from opposite edges of the surface plate portion, and a T shape projecting inward from the middle of the facing surfaces of each leg portion, Or a water-permeable concrete having an L-shaped projection and formed by connecting elastic chips to each other, and a water-permeable concrete that is filled in the back of the surface plate of the elastic table and fills between the opposing legs. It is characterized by being composed of layers. The method for manufacturing a concrete product according to claim 5 includes a surface plate portion,
Legs that hang from opposite edges of the surface plate, and T-shapes that project inward from the middle of the facing surfaces of the legs,
Alternatively, an elastic table frame having L-shaped projections is molded by combining elastic chips, and the elastic table frame is different from concrete on the back surface of the surface plate portion of the elastic table frame and the elastic table due to temperature change. It is characterized in that an elastic intermediate cushioning layer that absorbs expansion and contraction of the frame is attached, and then concrete is filled between the opposing legs of the elastic table frame. The method for manufacturing a concrete product according to claim 6, wherein the surface plate portion, the leg portions that hang down from the opposite edges of the surface plate portion, and the T-shape that protrudes inward from the middle of the mutually facing surfaces of the leg portions. Alternatively, a water-permeable elastic surface frame having L-shaped protrusions is formed by connecting elastic chips, and water-permeable concrete is filled between the opposing leg portions of the elastic surface frame.

【0005】[0005]

【実施例】図示の実施例において、10は弾性表枠で、
四角の表面板部11と、表板部の対向した縁から垂下す
る二つの脚部12,12と、この各脚部の相対向した面
の途中から内向き突出する突起(図ではL形のものを示
したが、破線で示すようなT形のものでもよい)13,
13を一体に有する。この弾性表枠10は、合成ゴム、
ウレタンゴムなどの粒状、又は紐状の弾性チップを弾性
表枠用の成形型枠内でバインダーにより結合して成形し
たもので、非透水性であっても、バインダーの使用量を
調整し、バインダーが弾性チップ相互の隣接間隙を埋め
ることなく隣接した弾性チップ同志を結合するようにし
た透水性を有するものでもよい。表面板部11の厚さは
約10〜20mm、表面板部の上面から脚部12の下端
までの高さは40〜60mm、脚部の太さは10〜15
mm、表面板部の寸法は300mm角〜1000mm角
など、成型可能な任意の大きさでよい。又、形は正方形
でも、長方形でもよい。
Embodiment In the illustrated embodiment, 10 is an elastic frame,
A square surface plate portion 11, two leg portions 12 and 12 hanging from opposite edges of the front plate portion, and a protrusion (in the figure, L-shaped in the figure) protruding inward from the middle of the facing surface of each leg portion. However, it may be a T-shaped one as shown by the broken line)
13 integrally. This elastic front frame 10 is made of synthetic rubber,
Granular or string-like elastic chips such as urethane rubber are molded by binding with a binder in a molding frame for an elastic table frame. Even if water impermeable, the amount of binder used is adjusted to May have water permeability such that adjacent elastic chips are coupled to each other without filling the gap between the adjacent elastic chips. The thickness of the surface plate 11 is about 10 to 20 mm, the height from the upper surface of the surface plate to the lower end of the leg 12 is 40 to 60 mm, and the thickness of the leg is 10 to 15.
mm, the size of the surface plate portion may be any size that can be molded, such as 300 mm square to 1000 mm square. The shape may be square or rectangular.

【0006】図3,4は弾性表枠の成形工程の断面を示
し、先ず成形型枠(金型)1内に平らに弾性チップとバ
インダーを入れ、プレスで加熱、圧縮して表面板部11
を成形し、次いで二枚の内型板2,2と、その間に位置
させた中子板3を表面板部11の上に重ね、型枠との間
に二つの脚部の基部を成形する間隔を型枠内に保ち、そ
れから内型板、中子板上に内型4を重ねて二つの脚部の
相対向した突起の間隔を埋め、両方の内型板、及び内型
と、型枠との間に弾性チップとバインダーを所要量充填
し、その後、内型板の両端部沿いに倒L形の補助型5,
5を押込み、突起付きの二つの脚部12,12を成形
し、表面板部11と一体に脱型する。表面板部11と突
起13,13の間には、中子板3を挟んだ二枚の内型板
2,2が位置するが、中子板3を最初に外すことにより
各内型板を中央に移動させて容易に脱型できる。又、突
起をT形にする際は中子板に突起を形成させる浅い溝2
´を設けて置き、脱型の際は、中子板を外したのち、溝
2´を埋めている突起の一部から溝2´を突起の弾性を
利用して無理抜きすればよい。又、図5,6に示すよう
に、中子4とL型の補助型5,5を成形型枠1の底に配
置し、中子、及び補助型5,5と型枠1との間に弾性チ
ップとバインダーを所要量充填したのち、押型6,6を
押込んで突起付きの脚部12,12を先に成形し、その
後、両脚部の上と、中子4の上に弾性チップとバインダ
ーを充填し、プレスで加熱圧縮して表面板部11を成形
してもよい。突起13をT形にするには押型6,6倒L
形断面のものを使用すればよい。
3 and 4 are cross-sectional views of the elastic frame forming process. First, the elastic chip and the binder are flatly placed in the molding frame (mold) 1 and heated and compressed by a press to form the surface plate portion 11.
Then, the two inner mold plates 2 and 2 and the core plate 3 positioned between them are overlapped on the surface plate part 11, and the base parts of the two legs are formed between the mold plate and the inner mold plate. Keeping the space in the mold, and then stacking the inner mold 4 on the inner mold plate and the core plate to fill the space between the protrusions facing each other of the two legs, and to fix both inner mold plates and the inner mold. After filling the required amount of elastic tip and binder between the frame and the inner mold plate, the auxiliary L-shaped auxiliary mold 5,
5 is pushed in to form the two leg portions 12, 12 with the projections, and the surface plate portion 11 is integrally removed from the mold. Two inner mold plates 2 and 2 sandwiching the core plate 3 are located between the surface plate portion 11 and the protrusions 13 and 13. The inner mold plates are removed by first removing the core plate 3. It can be easily demolded by moving it to the center. In addition, when the protrusion is T-shaped, the shallow groove 2 that forms the protrusion on the core plate 2
In order to remove the mold, the core plate is removed, and then the groove 2'can be forcibly removed from a part of the projection filling the groove 2'using the elasticity of the projection. Further, as shown in FIGS. 5 and 6, the core 4 and the L-shaped auxiliary molds 5 and 5 are arranged at the bottom of the molding mold 1, and the core and the space between the auxiliary molds 5 and 5 and the mold 1 are arranged. After filling the required amount of elastic tip and binder in the above, the press dies 6 and 6 are pushed in to form the leg portions 12 and 12 with protrusions first, and then the elastic tip is attached on both leg portions and on the core 4. The surface plate portion 11 may be formed by filling a binder and heating and compressing with a press. To make the protrusion 13 T-shaped, press die 6,6 L
It is sufficient to use a shaped cross section.

【0007】請求項1のコンクリート製品を製造するに
は、弾性表枠の表面板部11の裏面に弾性の中間緩衝材
20を取付け、弾性表枠を裏返し、表面板部11の脚部
12,12を有さない端部を塞ぐ型枠6のなかに収め
(図7参照)、中間緩衝材の表面には水分が多い生コン
とでも接着硬化する接着剤、例えばエポキシ系ポリサル
ファイドを主成分とする合成接着剤を塗布し、その上に
セメントコンクリート、レジンコンクリートなどの生コ
ンを打設して二つの脚部12,12間に満たし、コンク
リート層30が固まったら脱型する。
In order to manufacture the concrete product of claim 1, an elastic intermediate cushioning material 20 is attached to the back surface of the front surface plate portion 11 of the elastic front frame, the elastic front frame is turned over, and the leg portions 12 of the front surface plate portion 11, It is housed in a mold 6 that closes the end portion that does not have 12 (see FIG. 7), and the surface of the intermediate cushioning material is composed of an adhesive agent, such as epoxy-based polysulfide, which is adhesive and hardened even with fresh concrete containing a large amount of water. A synthetic adhesive is applied, and fresh concrete such as cement concrete or resin concrete is poured on the synthetic adhesive to fill the space between the two legs 12 and 12, and when the concrete layer 30 is solidified, the mold is removed.

【0008】弾性の中間緩衝材20は、分厚な不織布
や、各種の繊維を吹付けてバインダーで結合し、毛羽立
たせたシート又はメッシュや、カーボン繊維によるパー
マネント加工織のシートなどの立体繊維層でも、スポン
ジ層でも、合成樹脂のスポンジ状になった発泡層でもよ
く、要は或る程度の厚さ(5〜10mm)を有し、温度
変化による膨張、収縮が弾性表装材より小ではあるが、
コンクリート層よりは大であればよい。
The elastic intermediate cushioning material 20 may be a thick non-woven fabric, a three-dimensional fiber layer such as a sheet or mesh fluffed by spraying various fibers and binding them with a binder, or a sheet of a permanent woven carbon fiber. The layer may be a sponge layer or a synthetic resin sponge-like foamed layer, which basically has a certain thickness (5 to 10 mm) and is smaller in expansion and contraction due to temperature change than the elastic covering material. ,
It should be larger than the concrete layer.

【0009】弾性表枠の表面板の裏面に対する弾性の中
間緩衝材20の取付けは、中間緩衝材が繊維立体層、ス
ポンジ層の場合は接着剤による接着でも、プレスで加熱
融合し、圧着してもよい。中間緩衝材が発泡スポンジ層
の場合は発泡してスポンジ状になる発泡剤入り合成樹脂
を弾性枠の表面板部11の裏面に吹付ければよい。この
場合、表面板部の裏面に例えば幅5mm、深さ3mm程
度の溝を適当な間隔で多数形成し、そこに発泡剤入り合
成樹脂を吹付けると樹脂は表面板部の裏面と、裏面に形
成された溝を埋めて固着するので表面板部に対する発泡
スポンジ層の取付強度は著しく向上する。又、コンクリ
ート層30が透水性である場合は、上記接着剤や、中間
緩衝材とコンクリート層を接着する接着剤は縞状、又は
格子状に付着し、接着剤によって通水性が阻害されない
ようにすると共に、スポンジ層のスポンジは通水性を有
するものにし、弾性表枠の表面板の表面に付着した水分
が透水性コンクリート層に浸透できるようにする。
When the elastic intermediate cushioning material 20 is attached to the back surface of the face plate of the elastic front frame, even if the intermediate cushioning material is a fiber three-dimensional layer or a sponge layer, even if the intermediate cushioning material is bonded with an adhesive, it is heated and fused by pressing and pressure bonding. Good. When the intermediate cushioning material is a foam sponge layer, a foaming agent-containing synthetic resin that foams to form a sponge may be sprayed on the back surface of the front surface plate portion 11 of the elastic frame. In this case, a large number of grooves having a width of about 5 mm and a depth of about 3 mm are formed at appropriate intervals on the back surface of the front surface plate portion, and when a synthetic resin containing a foaming agent is sprayed onto the grooves, the resin is applied to the back surface of the front surface plate portion and the back surface. Since the formed groove is filled and fixed, the attachment strength of the foam sponge layer to the surface plate portion is significantly improved. When the concrete layer 30 is water permeable, the adhesive or the adhesive for adhering the intermediate cushioning material and the concrete layer adheres in a striped pattern or a grid pattern so that the adhesive does not impede water permeability. At the same time, the sponge of the sponge layer is made water-permeable so that the moisture adhering to the surface of the surface plate of the elastic front frame can permeate the water-permeable concrete layer.

【0010】請求項4のコンクリート製品を製造するに
は、弾性表枠を裏返し、表面板部11の脚部12,12
を有さない端部を塞ぐ型枠7のなかに収め(図8参
照)、表面板部の裏面にコンクリートと複合硬化する接
着剤を縞状又は格子状に塗布し、その上にセメントコン
クリート、レジンコンクリートなどの透水性配合の生コ
ンを打設して二つの脚部12,12間に満たし、透水コ
ンクリート層31が固まったら脱型する。
In order to manufacture the concrete product of claim 4, the elastic front frame is turned upside down, and the legs 12, 12 of the surface plate portion 11 are manufactured.
It is housed in a mold 7 that closes the end portion that does not have (see FIG. 8), and an adhesive that is hardened together with concrete is applied to the back surface of the surface plate portion in a striped or grid pattern, and cement concrete, A ready-mixed concrete having a water-permeable mixture such as resin concrete is poured and filled between the two leg portions 12 and 12, and when the water-permeable concrete layer 31 is solidified, the mold is removed.

【0011】請求項1の製品を製造する際も、請求項4
の製品を製造する際にも、生コンを打設した際にセメン
トペーストが弾性表枠の表面板部の表面に回り込んで固
まり、その表面を汚すのを防ぐため、弾性表装板の表面
の回りに水溶性の漏れ止めテープ32を予め水溶性接着
剤で取付けておく。この水溶性の漏れ止めテープ32
は、パルプや、水溶性ビニロン等の吸水性で、水を含ん
で膨潤化する繊維をCMC(繊維素グリコール酸ソー
ダ)等の水溶性バインダーで結合した厚さ0.1〜0.
3mm程度の薄いテープであり、厚さ0.1mmのもの
は水と接触することにより約3〜5秒で厚さが約2.5
mmに膨潤してゲル状ないし柔らかい粘土状になり、1
0mm四方の正方形は吸水して約12〜14mm四方に
拡がる。この漏れ止めテープ32を表面板部の表面の回
りに取付けておくと、生コンを打設し、そのセメントペ
ーストが表面板部の表面に回り込もうとした際に、漏れ
止めテープはセメントペースト中の水分を瞬間的に吸水
して膨潤し、セメントペーストが弾性表装材の表面に回
り込むのを阻止する。従って、弾性表装材の表面がセメ
ントペーストで汚されることはない。又、製品を水洗い
すると、簡単に除去できる。
When manufacturing the product according to claim 1, the method according to claim 4 is also applied.
In the case of manufacturing the product of, the cement paste around the surface plate part of the elastic table frame is hardened by the cement paste when the fresh concrete is placed. A water-soluble leak-proof tape 32 is previously attached to the above with a water-soluble adhesive. This water-soluble leakproof tape 32
Is a pulp or a water-absorbent vinylon or other water-absorbing fiber that swells in water and is bound with a water-soluble binder such as CMC (sodium fibrin glycolate) to a thickness of 0.1 to 0.
A tape with a thickness of about 3 mm and a thickness of 0.1 mm will be about 2.5 in about 3 to 5 seconds when contacted with water.
It swells to a mm and becomes a gel or soft clay like 1
The 0 mm square absorbs water and spreads out to about 12 to 14 mm square. If this leak-proof tape 32 is attached around the surface of the surface plate part, when the ready-mixed concrete is placed and the cement paste tries to wrap around the surface of the face plate part, the leak-proof tape will be in the cement paste. Instantaneously absorbs water and swells, and prevents the cement paste from wrapping around the surface of the elastic covering material. Therefore, the surface of the elastic covering material is not contaminated with the cement paste. It can be easily removed by washing the product with water.

【0012】図示の実施例では脚部12は表面板部の対
向した二辺に設けたが、四辺に沿って包囲するように設
けてもよい。
In the illustrated embodiment, the leg portions 12 are provided on the two opposite sides of the surface plate portion, but they may be provided so as to be surrounded along the four sides.

【0013】[0013]

【発明の効果】以上で明らかなように、本発明によるコ
ンクリート製品は、弾性表枠が表面板部の裏にコンクリ
ート層、又は透水コンクリート層を二つ、又は四つの脚
部で抱えた形能で保持する。そして、二つの脚部に内向
きに設けたL形又はT形の突起はコンクリート層、又は
透水コンクリート層中に喰込む。従って、弾性表枠が温
度の変化によって膨張、収縮しても弾性表枠とコンクリ
ート層、又は透水コンクリート層は一体に結合し、各脚
部から剥れることはない。そして、請求項1の製品では
表面板部は、弾性表枠の温度変化による膨張、収縮を吸
収可能な弾性の中間緩衝材を介してコンクリート層と結
合している。このため、弾性表装材が大きく膨張、収縮
する際に弾性の中間緩衝材の弾性表枠と接着した面は同
様に膨張、収縮するが、コンクリート層と接着した面の
膨張、収縮の割合は弾性表装材より遥かに少ない。これ
により弾性の中間緩衝材は弾性表装材の膨張、収縮を吸
収し、1/3万〜6万以下にしてコンクリート層に伝え
るので、表面板部はコンクリート層から剥れず、その間
に水が入って腐るとか、表面板部が割れるとかの問題は
生じる余地がない。又、請求項2の製品は、弾性表枠の
表面板部を表面とし、そこに付着した水分を透水コンク
リート層を通じ地面に浸透させることができる。そし
て、請求項1や、請求項2のコンクリート製品を敷設し
て建物の壁や床や、歩道、広場を舗装したり、積み重ね
て擁壁とする場合、製品間の合せ目(目地)にシール剤
を注入することにより表面に弾性を有する壁、床や、歩
道、広場、擁壁などを短期間で施工できる。請求項5、
請求項6により、弾性チップを結合して成形した、表面
板部と、この表面板部の両端部から垂下する二つの脚部
と、この各脚部の相対向した面の途中から内向きに突出
するT形、又はL形の突起を有する弾性表枠を裏返し、
両脚部間にコンクリート、又は透水コンクリートの生コ
ンを打設することにより弾性表枠が表面板部の裏にコン
クリート層、又は透水コンクリート層を二つ、又は四つ
の脚部で抱えたコンクリート製品を容易に成形すること
ができる。
As is apparent from the above, the concrete product according to the present invention has a shape in which the elastic front frame holds the concrete layer or the water permeable concrete layer on the back of the surface plate portion with two or four legs. Hold in. Then, the L-shaped or T-shaped projections provided inwardly on the two legs are embedded in the concrete layer or the permeable concrete layer. Therefore, even if the elastic table frame expands or contracts due to a change in temperature, the elastic table frame and the concrete layer or the water-permeable concrete layer are integrally bonded and are not separated from the legs. In the product of claim 1, the surface plate portion is connected to the concrete layer through an elastic intermediate cushioning material capable of absorbing expansion and contraction due to temperature change of the elastic surface frame. Therefore, when the elastic covering material greatly expands and contracts, the surface of the elastic intermediate cushioning material that is attached to the elastic table frame also expands and contracts similarly, but the rate of expansion and contraction of the surface that adheres to the concrete layer is elastic. Much less than cover materials. As a result, the elastic intermediate cushioning material absorbs the expansion and contraction of the elastic covering material and makes it 1 / 30,000 to 60,000 or less and transmits it to the concrete layer, so that the surface plate part does not peel off from the concrete layer and water enters between them. There is no room for problems such as rusting and cracking of the surface plate. Further, in the product of claim 2, the surface plate portion of the elastic outer frame is used as the surface, and the moisture adhering thereto can be permeated to the ground through the permeable concrete layer. When the concrete product according to claim 1 or 2 is laid to pave a building wall or floor, a sidewalk, a plaza, or stacked to form a retaining wall, a sealant is applied to a joint (joint) between the products. By injecting, it is possible to construct walls, floors, sidewalks, plazas, retaining walls, etc. that have elasticity on the surface in a short period of time. Claim 5,
According to claim 6, a surface plate part formed by combining elastic chips, two leg parts hanging from both ends of the surface plate part, and inwardly from the middle of the facing surfaces of each leg part. Turn over the elastic front frame with protruding T-shaped or L-shaped protrusions,
By placing concrete or permeable concrete ready-mixed concrete between both legs, the elastic front frame facilitates concrete products with two or four permeable concrete layers on the back of the surface plate. Can be molded into.

【図面の簡単な説明】[Brief description of drawings]

【図1】請求項1のコンクリート製品の一例の斜視図で
ある。
FIG. 1 is a perspective view of an example of a concrete product according to claim 1.

【図2】請求項4のコンクリート製品の一例の斜視図で
ある。
FIG. 2 is a perspective view of an example of the concrete product of claim 4.

【図3】弾性表枠の第1成形例の第1段階の断面図であ
る。
FIG. 3 is a cross-sectional view of a first stage of a first molding example of the elastic front frame.

【図4】弾性表枠の成形状態の第2段階の断面図であ
る。
FIG. 4 is a cross-sectional view of a second stage of the molding state of the elastic frame.

【図5】弾性表枠の第2成形例の第1段階の断面図であ
る。
FIG. 5 is a sectional view of a first stage of the second molding example of the elastic front frame.

【図6】弾性表枠の成形状態の第2段階の断面図であ
る。
FIG. 6 is a cross-sectional view of the second stage of the molding state of the elastic front frame.

【図7】請求項1のコンクリート製品の製造状態の断面
図である。
FIG. 7 is a sectional view of the concrete product of claim 1 in a manufactured state.

【図8】請求項4のコンクリート製品の製造状態の断面
図である。
FIG. 8 is a sectional view of the concrete product of claim 4 in a manufactured state.

【符号の説明】[Explanation of symbols]

1 弾性表枠用成形型枠 2 内型板 3 中子板 4 内型 5 押型 6 製品用型枠 7 製品用型枠 10 弾性表枠 11 表面板部 12 脚部 13 突起 20 弾性の中間緩衝材 30 コンクリート層 31 透水コンクリート層 32 漏れ止めテープ 1 Elastic Formwork Forming Form 2 Inner Form Plate 3 Inner Plate 4 Inner Form 5 Stamping Form 6 Product Form Form 7 Product Form Form 10 Elastic Front Form Frame 11 Surface Plate Part 12 Legs 13 Protrusion 20 Elastic Intermediate Buffer Material 30 Concrete layer 31 Water-permeable concrete layer 32 Leakage prevention tape

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04F 15/08 7416−2E 15/10 103 7416−2E ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display area E04F 15/08 7416-2E 15/10 103 7416-2E

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 表面板部と、この表面板部の対向した縁
から垂下する脚部と、この各脚部の相対向した面の途中
から内向きに突出するT形、又はL形の突起とを備え、
弾性チップを結合して成形された弾性表枠と、該弾性表
枠の表面板部の裏に取付けられた弾性の中間緩衝材と、
この中間緩衝材の下に充填されて前記対向した脚部の間
を満たすコンクリート層とを一体として有し、前記中間
緩衝材は弾性表枠、及びコンクリートとは異質で、温度
変化による弾性表枠の膨張、収縮を吸収するようにした
ことを特徴とする弾性表層を有するコンクリート製品。
1. A surface plate part, leg parts hanging from opposite edges of the surface plate part, and T-shaped or L-shaped protrusions protruding inward from the middle of the facing surfaces of the respective leg parts. With and
An elastic front frame formed by combining elastic chips, an elastic intermediate cushioning material attached to the back of the surface plate portion of the elastic front frame,
It has integrally with a concrete layer filled under the intermediate cushioning material and filling the space between the opposed leg portions, the intermediate cushioning material is an elastic table frame, and an elastic table frame which is different from concrete and changes due to temperature change. A concrete product having an elastic surface layer characterized by absorbing expansion and contraction of the concrete.
【請求項2】 請求項1に記載のコンクリート製品にお
いて、中間緩衝材は、弾性表枠とコンクリート層とに対
して両面が接着された繊維立体層、又はスポンジ層であ
ることを特徴とする弾性表層を有するコンクリート製
品。
2. The concrete product according to claim 1, wherein the intermediate cushioning material is a three-dimensional fiber layer in which both surfaces are adhered to the elastic outer frame and the concrete layer, or a sponge layer. A concrete product having a surface layer.
【請求項3】 請求項1に記載のコンクリート製品にお
いて、中間緩衝材は、弾性表枠の表面板部の裏面に吹付
けられて結合し、コンクリート層に対しては接着されて
いる合成樹脂のスポンジ層であることを特徴とする弾性
表層を有するコンクリート製品。
3. The concrete product according to claim 1, wherein the intermediate cushioning material is made of synthetic resin which is sprayed and bonded to the back surface of the surface plate portion of the elastic front frame and bonded to the concrete layer. A concrete product having an elastic surface layer, which is a sponge layer.
【請求項4】 表面板部と、この表面板部の対向した縁
から垂下する脚部と、この各脚部の相対向した面の途中
から内向きに突出するT形、又はL形の突起とを備え、
弾性チップを結合して成形された透水性の弾性表枠と、
この弾性表枠の表面板部の裏に充填されて対向した脚部
の間を満たす透水コンクリート層とからなることを特徴
とする弾性表層を有するコンクリート製品。
4. A surface plate portion, legs extending from opposite edges of the surface plate portion, and T-shaped or L-shaped protrusions that project inwardly from the middle of the facing surfaces of each leg portion. With and
A water-permeable elastic table frame formed by connecting elastic chips,
A concrete product having an elastic surface layer, characterized in that it comprises a water-permeable concrete layer that is filled on the back of the surface plate part of the elastic surface frame and fills the space between the facing leg parts.
【請求項5】 表面板部と、この表面板部の対向した縁
から垂下する脚部と、この各脚部の相対向した面の途中
から内向きに突出するT形、又はL形の突起とを備えた
弾性表枠を弾性チップを結合して成形し、この弾性表枠
を裏返し、その表面板部の裏面に該弾性表枠、及びコン
クリートとは異質で、温度変化による弾性表枠の膨張、
収縮を吸収する弾性の中間緩衝層を取付け、その後、弾
性表枠の対向した脚部の間にコンクリートを充填するこ
とを特徴とする弾性表層を有するコンクリート製品の製
造方法。
5. A surface plate portion, legs extending from opposite edges of the surface plate portion, and T-shaped or L-shaped protrusions that project inwardly from the middle of the facing surfaces of each leg portion. An elastic table frame provided with and is molded by bonding elastic chips, and this elastic table frame is turned over, and the elastic table frame is on the back surface of the surface plate portion, and of the elastic table frame that is different from concrete and changes due to temperature change. expansion,
A method for producing a concrete product having an elastic surface layer, characterized in that an elastic intermediate buffer layer that absorbs shrinkage is attached, and then concrete is filled between the opposing legs of the elastic surface frame.
【請求項6】 表面板部と、この表面板部の対向した縁
から垂下する脚部と、この各脚部の相対向した面の途中
から内向きに突出するT形、又はL形の突起とを備えた
透水性の弾性表枠を弾性チップを結合して成形し、この
弾性表枠を裏返し、その対向した脚部の間に透水コンク
リートを充填することを特徴とする弾性表層を有するコ
ンクリート製品の製造方法。
6. A surface plate part, legs extending from opposite edges of the surface plate part, and T-shaped or L-shaped protrusions protruding inward from the middle of the surfaces of the legs facing each other. A concrete having an elastic surface layer, characterized in that a water-permeable elastic surface frame having and is molded by connecting elastic chips, the elastic surface frame is turned over, and water-permeable concrete is filled between the facing legs. Product manufacturing method.
JP2343594A 1994-01-26 1994-01-26 Concrete product with elastic surface layer and manufacture thereof Pending JPH07205123A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2343594A JPH07205123A (en) 1994-01-26 1994-01-26 Concrete product with elastic surface layer and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2343594A JPH07205123A (en) 1994-01-26 1994-01-26 Concrete product with elastic surface layer and manufacture thereof

Publications (1)

Publication Number Publication Date
JPH07205123A true JPH07205123A (en) 1995-08-08

Family

ID=12110431

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2343594A Pending JPH07205123A (en) 1994-01-26 1994-01-26 Concrete product with elastic surface layer and manufacture thereof

Country Status (1)

Country Link
JP (1) JPH07205123A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09177011A (en) * 1995-12-27 1997-07-08 Oobayashi Doro Kk Paving material and structure
JP2001343479A (en) * 2000-03-30 2001-12-14 Toshiba Eng Co Ltd Method and structure for blocking of opening
WO2005111339A1 (en) * 2004-05-13 2005-11-24 Cremades Irles Jose Luis Non-slip tile
JP2007197997A (en) * 2006-01-26 2007-08-09 Nippon Light Metal Co Ltd Road surface freezing preventive block and its manufacturing method
JP2011073150A (en) * 2009-09-29 2011-04-14 Misawa Homes Co Ltd Water retention block and water retention block manufacturing apparatus

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09177011A (en) * 1995-12-27 1997-07-08 Oobayashi Doro Kk Paving material and structure
JP2001343479A (en) * 2000-03-30 2001-12-14 Toshiba Eng Co Ltd Method and structure for blocking of opening
WO2005111339A1 (en) * 2004-05-13 2005-11-24 Cremades Irles Jose Luis Non-slip tile
JP2007197997A (en) * 2006-01-26 2007-08-09 Nippon Light Metal Co Ltd Road surface freezing preventive block and its manufacturing method
JP4671124B2 (en) * 2006-01-26 2011-04-13 日本軽金属株式会社 Block for preventing road surface freezing and method for manufacturing the same
JP2011073150A (en) * 2009-09-29 2011-04-14 Misawa Homes Co Ltd Water retention block and water retention block manufacturing apparatus

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